IN THE PREVIOUS VERSION, THE CONCRETE DESIGN PER AC1 2011 APPEAR THE FOLOW FORMAT:
ACI 318-11 COLUMN NO. 1 DESIGN RESULTS
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FY - 392.3 FC - 27.5 MPA, RECT SIZE - 400.0 X 800.0 MMS, TIED
AREA OF STEEL REQUIRED = 11724.1 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
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12 - 40 MM 4.712 26 STA 0.900
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 400.00 MM
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 400.00 MM
TEH UNITS ARE IN METER MTON I'M USE IN THE COMMAND LINE (INPUT UNITS), IN THE LAST REVIEW (RR 21.00.02-1) APPEAR THE FOLLOW
STAAD.PRO CODE CHECKING - ( ACI-318-14) v1.0
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|--------------------------------------------------------------------|
| Member: 1 Type: Column Length: 125.9843 Shape: Rect/Square |
|--------------------------------------------------------------------|
| Notes: |
| 1. All Units are in Kip-Inch |
| 2. For more info refer to help file |
|--------------------------------------------------------------------|
| Longitudinal Rebar Results |
| Ast Per Section |
| Category | Ast | 1 | 2 | 3 | 4 | 5 | |
|--------------------------------------------------------------------|
| Top | Reqd | 5.991| 5.564| 1.090| 2.333| 3.339| |
| Bottom | Reqd | 5.991| 5.564| 1.090| 2.333| 3.339| |
| Left | Reqd | 3.865| 2.038| 4.469| 4.156| 5.231| |
| Right | Reqd | 3.865| 2.038| 4.469| 4.156| 5.231| |
|--------------------------------------------------------------------|
| Transverse Rebar Results |
|Zone#| Start End | Dir |BarNo| Stirrup Info |
|--------------------------------------------------------------------|
| 1 | 15.748 110.236| Y | 4 | 2-Legged 3.9370 c/c Closed |
| | | | | Ast Reqd: 0.24 |
| | | | | Ast Prov: 0.40 |
| | | X | 5 | 2-Legged 3.9370 c/c Closed |
| | | | | Ast Reqd: 0.46 |
| | | | | Ast Prov: 0.62 |
|--------------------------------------------------------------------|
| Member: 1 Type: Column Length: 125.9843 Shape: Rect/Square |
|--------------------------------------------------------------------|
| Notes: |
| 1. All Units are in Kip-Inch |
| 2. For more info refer to help file |
|--------------------------------------------------------------------|
| Longitudinal Rebar Results |
| Ast Per Section |
| Category | Ast | 1 | 2 | 3 | 4 | 5 | |
|--------------------------------------------------------------------|
| Top | Reqd | 5.991| 5.564| 1.090| 2.333| 3.339| |
| Bottom | Reqd | 5.991| 5.564| 1.090| 2.333| 3.339| |
| Left | Reqd | 3.865| 2.038| 4.469| 4.156| 5.231| |
| Right | Reqd | 3.865| 2.038| 4.469| 4.156| 5.231| |
|--------------------------------------------------------------------|
| Transverse Rebar Results |
|Zone#| Start End | Dir |BarNo| Stirrup Info |
|--------------------------------------------------------------------|
| 1 | 15.748 110.236| Y | 4 | 2-Legged 3.9370 c/c Closed |
| | | | | Ast Reqd: 0.24 |
| | | | | Ast Prov: 0.40 |
| | | X | 5 | 2-Legged 3.9370 c/c Closed |
| | | | | Ast Reqd: 0.46 |
| | | | | Ast Prov: 0.62 |
|--------------------------------------------------------------------|
THE UNIS ARE IN KIPS INCHES BUT I SPECIFIC IN METER MTON, AND WHEN I SELECT THE BEAM AN DOUBLE CLICK NO SHOW ME THE CONCRETE DESIGN (COLUMN OR BEAM), HOW I CAN TO APPEAR THE OUTPUT FILE LIKE DE PREVIOUS VERSION? THANK YOU.
